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' 6.5 The test conformed to SJC Policy EH 02-02 (correct depth, diameter, 2" gravel, 6" <br /> water refill, correct readings recorded). The percolation tests conformed to San Joaquin <br /> County Policy EHD 02-02. <br /> 1 6.6 Complete Percolation Test Form (including readings) was provided with REHS <br /> verification signature. The rate was correctly calculated using the last reading. See <br /> ' Appendix for Test Results Form. <br /> Shallow Tests <br /> ' TEST HOLE PERCOLATION RATE <br /> 1 (Parcel 1) 21 min./in. <br /> ' 2 (Parcel 2) 28 min./in. <br /> 3 (Parcel 3) 23 min./in. <br /> 4 (Parcel 4) 19 min./in. <br /> ' S (Parcel 5) 23 min./in. <br /> 6 (Parcel 6) 21 min./in. <br /> 7 (Parcel 7) 21 min./in. <br /> ' 8 (Parcel 8) 25 min./in. <br /> 9 (Parcel 9) 21 min./in. <br /> 10 (Parcel 10) 19 min./in. <br /> ' 11 (Parcel 11) 25 min./in. <br /> 12 (Parcel 12) 25 min./in. <br /> 13 (Parcel 13) 21 min./in. <br /> ' 14 (Parcel 14) 18 min./in. <br /> 15 (Parcel 15) 21 min./in. <br /> ' *See Results in Appendix. <br /> 6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br /> alternative septic system. Fifteen test holes were prepared. All the test holes passed the <br /> t County minimum requirements. In this area, the soils are classified as Cogna Fine Sandy Loam, <br /> Cogna Loam, Columbia Fine Sandy Loam, Pardee Cobbly Loam, Pentz Sandy Loam, Pentz <br /> Cobbly Sandy Loam, Pentz-Bellota Complex, Peters Clay, pits, gravel, and Xerofluvents. Due <br /> ' to this classification and percolation rate, a standard septic system similar to the one found on the <br /> other homesites in the area would be recommended on subject parcels. No unusual problems <br /> ' would be expected. <br /> 6.8 Discussion of percolation rates in relation to the type, size and location of future leach <br /> ' fields needed at the site. Based on the results of the percolation rate and the soils profile, it is <br /> Dillon & Murphy's opinion that the subject parcels are suited for a typical on-site sewage <br /> disposal system. See the Appendix for the recommended leach field size. <br /> 4 <br /> 1 <br />